General Design Information Unless otherwise specified, the following data should be adopted for all questions: fcu = 40 MPa Cover = 35 mm fy = 500 MPa fyv = 250 MPa
Question 2 Design the reinforcement for the following one-way slab: Slab thickness, h = 150 mm Design Mid-span Moment, M Preferred bar sizes - main bar: T12; distribution bar: T10 = 40 kNm Q2a Q2b Calculate the steel area required (in mm² per m width). Provide main bars and distribution bars. (10 marks) (10 marks) Question 3 Design the reinforcement for the following short braced column: Depth, h = 600 mm Design Axial Load, N = d 510 mm Design Moment, Mx = Breadth, b = 400 mm Preferred bar size = 3000 KN 720 kN-m 40 = Q3a Determine the steel area required. Q3b Design the main bars and links for the column. (10 marks) (10 marks)
General Design Information Unless otherwise specified, the following data should be adopted for all questions: fcu = 40
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General Design Information Unless otherwise specified, the following data should be adopted for all questions: fcu = 40
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